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Page: 20 <br />PAGE No. <br />YEA 2 Ode 2 Engineering <br />OR °° M Structural & Bridge Engineers JOB.# : 302.270-18 DATE: 01/24/19 <br />m PROJECT: Pleasanton Century House <br />9750 Miramar Road, Ste. 310 Phone #: (858) 335-7643 DESCRIPTION : 2 -story shearomll Designs DESIGNED: ESY <br />San Diego, CA 92126 FAX # : (858) 451-6142 <br />c:hds/w sheanvall-2story <br />*"* Two -Story Shearwall Analysis <br />INPUT <br />OUTPUT <br />(2nd Floor) SW -3 <br />Description: <br />SW -3, SW -11 <br />Actual Shear -Wall (Ib/ft.) <br />Use Plywood Type: <br />A <br />O <br />2nd Level 73.45 <br />Capacity (lbs.ft.): <br />260.0 <br />Wall Width (ft.) : <br />5.80 <br />Roof DL (psf) <br />11.00 <br />Overturning on Shearwall (Roof+ Wall DL Resisting): (1.0 S.F. - Wind) <br />Floor DL (psf) <br />15.00 <br />Total Overturning Mom. (k -ft): <br />3.83 <br />Ht. of Roof to Floor (ft.): <br />9.00 <br />Wall DL (psf) <br />15.00 <br />Total Resisting Mom. [ 0.60DL ] (k -ft) <br />3.55 <br />Ht. of Floor to Ground (ft.) <br />• 10.50 <br />(Root) Add. DL (lb./ft.): <br />0.00 <br />Uplift @ End of Wall (kip) 0.05 <br />Use Holdown Type: <br />N/A <br />Roof Trib. (ft.): <br />4.00 <br />(Roof) Add. DL@End (kip): <br />0.50 <br />(Includes 1.0 S.F. for Wind) <br />Capacity (lbs.): <br />930 <br />Floor Trib. (ft.) <br />7.00 <br />(Fir) Add. DL (Ib./ft.): <br />38.00 <br />(Fir) Add. DL@End (kip): <br />0.50 <br />Seismic Coef. <br />0.189 <br />Lat: Load @ ROOF (Kips) <br />0.278 <br />(1st Floor) SW -11 <br />O <br />-Wall (Self -Wt.) @ ROOF <br />0.148 <br />Total Lat. Load @ ROOF <br />0.43 <br />Actual Shear -Wall (Ib/ft.) <br />Use Plywood Type: <br />A <br />Let. Load @ FLOOR (Kip: <br />0.274 <br />let Level 150.45 <br />Capacity (lbs.ft.): <br />260.0 <br />Wall (Self -Wt.) @ FLOOF <br />0.173 <br />Total Lat. Load @ FLOOF <br />0.45 <br />Overturning on Shearwall (Roof+ Floor+ Wall DL Resisting): <br />Allow. Soil Bearing (psf): <br />1500.0 <br />Total Overturning Mom. (k -ft): <br />13.00 <br />Total Resisting Mom. [ 0.6 • DL ] (k -ft) <br />8.32 <br />Fig. Width (ft.) : <br />2.00 <br />Cone. Wt. (pcf): <br />150.00 <br />Ext. Beyond (ft.): <br />2.00 <br />Uplift @ End of Wall (kip) 0.81 <br />Use Holdown Type: <br />HDU2 <br />Fig. Depth (ft.): <br />0.67 <br />(Includes 1.0 S.F. for Wind) <br />Capacity (lbs.): <br />3285 <br />WIND (1-Yes/2-No) <br />2.0' <br />Mom. OT at Base (k -ft.): 8.67 <br />Mom. Resist at Base (k -ft.): 32.00 <br />Mom. @ Ftg. Ext. - M (k -fl <br />3.58 <br />Mu = 1.7•M (k -ft) <br />6.09 <br />Vu = 1 XV (kip) <br />3.73 <br />Overturning S.F.: 3.69 <br />> 1.5 <br />a'= (MR-MOT)/F (ft.) = 3.573 <br />U6 (ft.) = 1.63 <br />e = U2 - e' (ft.) = 1:33 <br />L' (ft.) = 0.00 <br />, Trap. <br />Min. Soil Bearing Press. (ksf) = 0.062 <br />Max Soil Bearing Press. (ksf) = 0.604 <br />< 1995.0 <br />